Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'Cypress Creek ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'East Indian River Relief' (1) ·
'Indian River / ICW ' (1) ·
'Okeechobee Waterway ' (1) ·
'Rowland Canal ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR-76 ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tidal Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'CITRUS BLVD. ' (1) ·
'CR-708 ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. A1A ' (1) ·
'East Island Access' (1) ·
'EB SR - 714 ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'W/B S.R. A1A ' (1) ·
'WB SR - 714 ' (1) ·
'West Farms Road ' (1) ·
'West Island Access' (1)
Number 008:
890110 (1) ·
890115 (1) ·
890116 (1) ·
890127 (1) ·
890129 (1) ·
890134 (1) ·
890135 (1) ·
890141 (1) ·
890142 (1) ·
890145 (1) ·
890148 (1) ·
890149 (1) ·
890158 (1) ·
890160 (1) ·
894053 (1) ·
894056 (1) ·
894060 (1) ·
894062 (1) ·
894063 (1) ·
894064 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'.5mi E. of Indian R Dr. ' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Indian Riverside Park ' (1) ·
'South of St Lucie Canal ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 20 results in range #1 to #20.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
